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HomeMy WebLinkAbout98 Driftwood Lane - Site PlanQ N c SYSTEM PROFILE TOP FNDN. AT EL. 40.0' NOT TO SCALE) ACCESS PAVEMEN� OR WITHINN3"G OFGRADE NOT)UNDER ( ACCESS COVER TO WITHIN 3" OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO 39.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2q SLOPE REQUIRED OVER SYSTEM I RUN PIPE LEVEL 37.0' r FOR FIRST 2' PROPOSED 1500 GALLON SEPTIC 36.0' 36.25' TANK (H- 20) GAS �32_78' 2" DOUBLE WASHED PEASTONE OR GEOTEXTILE FABRIC 3' MAX. -.. .1 FOUNDATION 10' SEPTIC TANK 71' D' BOX 20' LEGEND 100.0-1 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR - 100 EXISTING CONTOUR ;cP ; EXIST. CESSPOOL REPLACE MISSING STONE STEPS IN KIND AND ADD PT PINE WOOD RAILINGS 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE/ WITH CLEAN MED. SAND.--\ __24 LEACHING FACILITY 0 SYSTEM DESIGN. BOTTOM TH 1 24.6' GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD USE A 1500 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 USE- A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (39 + 10.83) 2 (.74) = 147 GPD - MA BOTTOM 39 x 10.83 (.74) = 312 GPD a APPROVED DATE BOARD OF HEALTH TOTAL: 620 S.F. 459 GPD USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5' STONE AT ENDS AND 3' AT SIDES ;x "L POPLINS POND (TIDAL) OBS. HIGH WATER SALTJL MARSH \..._...� 40� EXIST. BOATHOUSE TO BE REPAIRED AND REMODELED. REPAIRS INCLUDE HELIX WALL REINFORCEMENT OF CONCRETE WALLS AND REPAIRS/MODIFICATIONS TO THE ROOF. NEW DOORS, EXTERIOR SHINGLES AND PAINTING ALSO PROPOSED. PROVIDE WORK LIMIT LINE OF SILT FENCE LANDWARD OF SALT MARSH PRIOR TO ANY WORK COMMENCING ON BOATHOUSE /-REPAIR AND EXPAND --- -'S"iEu"2 vu"`S""iii`- WESTERLY / EXISTING CHAIN LINK FENCE N, TO BE REMOVED `42 cu PROPOSED WHITE PVC FENCE WITH SELF -LATCHING GATE(S) TO SURROUND POOL AT X EXTENT OF APRON IN �QQ ACCORDANCE WITH STATE AND LOCAL REGULATIONS EXISTING RETAINING WALL TO BE REPLACED WITH EITHER STONE OR STONE -FACED WALL (DESIGN BY OTHERS). PROPOSED EXTENSION SHOWN. PROP. DWELLING WITH ATTACHED 2 CAR GARAGE PROP. EXTENSION OF RET. WALL A �. 4. _ 1 `- EXIST.-UARAGE TO BE CONVERTED TO WORKSHOP WITH 6', WIDE DOORS IN PLACE OF GARAGE DOORS TOWN OF YARMOUTH (IN-HOUSE) VARIANCE REQUESTED (HEALTH DEPT.): TOP OF FOUNDATION TO BE 3.7' BELOW THE HIGH POINT IN THE ROAD (5.7' VARIANCE REQUESTED) HIGH PT IN ROAD (EL. 45.0') off 508-362-4541 \ TAG 3 fax 508-362-9880 \\ ELIV= 45.T downcape.com © \ (70W4 cnPbe enffofteering, inc.OFotf,18. DANIELA. Gs oma' civil engineers \\� `i o OJALA \ Q� IVIL c Ian d surveyors N .4 939 Main Street ( Rte 6A) \\ o��s 1 TSRH YARMOU THP OR T MA 02675 `� DATE DANIEL A. OJAL 07-212 PLS Folin Pond co L OCUS Erik s /� ��iffy000, i' fh 0 oye !er y Q Q, Knob Hill Route 6 Whites Path LOCUS MAP NOT TO SCALE ASSESSORS MAP 127 PARCEL 67 LOCUS IS WITHIN FEMA FLOOD ZONE A4 ELEV. 5 AND C AS SHOWN ON COMMUNITY PANEL #250015 0002D DATED JULY 2, 1992 (DWELLING IS IN C) tAcrr 11A /4'r -0 NOTES 1. DATUM IS NGVD - 2. -MUNICIPAL WATER IS -----EXISTING/AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 20; D'BOX AND CHAMBERS TO BE H-10. 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. EXISTING LEACHING FACILITIES SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 13. PROVIDE NEW WATERLINE FROM SHUT OFF TO PROPOSED DWELLING, MINIMUM 10' FROM SEPTIC COMPONENTS/LINES. NOTE: PORTION OF EXISTING IS SHOWN. 14. PROPOSED TREE REMOVAL (BETWEEN 50' AND 100' SETBACK TO C. BANK) SHALL BE IN CONSULTATION WITH CONSERVATION AGENT TEST BAFFLE 3295 00 ENGINEER: SHAWN p p LJ DATE: JULY p (7.5%sLOPE) �6" CRUSHED STONE OR MECHANICAL 0 3-2.6' D 0 D 0 O O 0 O D 0 D D 0 D o 0 ' COMPACTION. (15.221 [2])$$ 2' 0 0 0 0 0 0 0 0 DEPTH OF FLOW = 4 ( % SLOPE) (-!-% SLOPE) TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH = �" „ 1 4 WATER TEST D'BOX FOR LEVELNESS OUTLET DEPTH = FOUNDATION 10' SEPTIC TANK 71' D' BOX 20' LEGEND 100.0-1 PROPOSED SPOT ELEVATION 100x0 EXISTING SPOT ELEVATION 100 PROPOSED CONTOUR - 100 EXISTING CONTOUR ;cP ; EXIST. CESSPOOL REPLACE MISSING STONE STEPS IN KIND AND ADD PT PINE WOOD RAILINGS 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE/ WITH CLEAN MED. SAND.--\ __24 LEACHING FACILITY 0 SYSTEM DESIGN. BOTTOM TH 1 24.6' GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD USE A 1500 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 USE- A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (39 + 10.83) 2 (.74) = 147 GPD - MA BOTTOM 39 x 10.83 (.74) = 312 GPD a APPROVED DATE BOARD OF HEALTH TOTAL: 620 S.F. 459 GPD USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5' STONE AT ENDS AND 3' AT SIDES ;x "L POPLINS POND (TIDAL) OBS. HIGH WATER SALTJL MARSH \..._...� 40� EXIST. BOATHOUSE TO BE REPAIRED AND REMODELED. REPAIRS INCLUDE HELIX WALL REINFORCEMENT OF CONCRETE WALLS AND REPAIRS/MODIFICATIONS TO THE ROOF. NEW DOORS, EXTERIOR SHINGLES AND PAINTING ALSO PROPOSED. PROVIDE WORK LIMIT LINE OF SILT FENCE LANDWARD OF SALT MARSH PRIOR TO ANY WORK COMMENCING ON BOATHOUSE /-REPAIR AND EXPAND --- -'S"iEu"2 vu"`S""iii`- WESTERLY / EXISTING CHAIN LINK FENCE N, TO BE REMOVED `42 cu PROPOSED WHITE PVC FENCE WITH SELF -LATCHING GATE(S) TO SURROUND POOL AT X EXTENT OF APRON IN �QQ ACCORDANCE WITH STATE AND LOCAL REGULATIONS EXISTING RETAINING WALL TO BE REPLACED WITH EITHER STONE OR STONE -FACED WALL (DESIGN BY OTHERS). PROPOSED EXTENSION SHOWN. PROP. DWELLING WITH ATTACHED 2 CAR GARAGE PROP. EXTENSION OF RET. WALL A �. 4. _ 1 `- EXIST.-UARAGE TO BE CONVERTED TO WORKSHOP WITH 6', WIDE DOORS IN PLACE OF GARAGE DOORS TOWN OF YARMOUTH (IN-HOUSE) VARIANCE REQUESTED (HEALTH DEPT.): TOP OF FOUNDATION TO BE 3.7' BELOW THE HIGH POINT IN THE ROAD (5.7' VARIANCE REQUESTED) HIGH PT IN ROAD (EL. 45.0') off 508-362-4541 \ TAG 3 fax 508-362-9880 \\ ELIV= 45.T downcape.com © \ (70W4 cnPbe enffofteering, inc.OFotf,18. DANIELA. Gs oma' civil engineers \\� `i o OJALA \ Q� IVIL c Ian d surveyors N .4 939 Main Street ( Rte 6A) \\ o��s 1 TSRH YARMOU THP OR T MA 02675 `� DATE DANIEL A. OJAL 07-212 PLS Folin Pond co L OCUS Erik s /� ��iffy000, i' fh 0 oye !er y Q Q, Knob Hill Route 6 Whites Path LOCUS MAP NOT TO SCALE ASSESSORS MAP 127 PARCEL 67 LOCUS IS WITHIN FEMA FLOOD ZONE A4 ELEV. 5 AND C AS SHOWN ON COMMUNITY PANEL #250015 0002D DATED JULY 2, 1992 (DWELLING IS IN C) tAcrr 11A /4'r -0 NOTES 1. DATUM IS NGVD - 2. -MUNICIPAL WATER IS -----EXISTING/AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 20; D'BOX AND CHAMBERS TO BE H-10. 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. EXISTING LEACHING FACILITIES SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 13. PROVIDE NEW WATERLINE FROM SHUT OFF TO PROPOSED DWELLING, MINIMUM 10' FROM SEPTIC COMPONENTS/LINES. NOTE: PORTION OF EXISTING IS SHOWN. 14. PROPOSED TREE REMOVAL (BETWEEN 50' AND 100' SETBACK TO C. BANK) SHALL BE IN CONSULTATION WITH CONSERVATION AGENT TEST HOLE LOGS ENGINEER: SHAWN MacINNES WITNESS: AMY VON HONE, RS DATE: JULY 11, 2007 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. ELEV. ' p» 37.1 p', 34.7' 24" FILL 10» A SL 1OYR 5/4 24" 36" B LS 53" 66» 1OYR 5/6 31.6' P C1 LMS 90" 1OYR 6/4 6910 C1 MS 150" 1OYR 6/3 24.6' 120" 0 A SL 1OYR 5/6 B LS 1OYR 5/8 C1 LMS 1OYR 6/4 C1 MS 1OYR 6/3 NO GROUNDWATER ENCOUNTERED OF 30.3' 1101-1 �1- Ne •¢M f� 98 DRIFTWOOD LAME SOUTH YARMOUTH PREPARED FOR JEFFREY A. & LINDA J. COOK OCTOBER 20, 2008 Scale: 1 "= 20' 0 10 20 30 40 50 FEET 24.7' ,i R ?ii 4M ,w .ill pv °i�i �iaa